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HomeMy WebLinkAboutUNDERWOOD RETAIL CENTER PHASE V SITE PLAN _® ___-- 5 00°03'5Y' W -186.23' II I I�� 11,6111-- PRITYiUELDT�fluP, . Fr.�r j'% 11 � �UF!@L� — — — - - — - - - - - - - - - - - - - - - - - - - _� - - - - - - - - - - - QPA7E/NLET r �� - 4JN-- - - - R rdP APA7E= z3zs STM _ — 2U'AERIN.EAS@•87r— b - - - - - - - �i-- - - - -lZ' - - - - - - - - - �•• - - - - - - - - - - - - - - - - - - - - - - f[n2Q96�12"HOPW = - - - - & Associates '� 1 # L- NRECAN* Y8r000 , o Architects FTmxNE oRrxro'e N�oD V' Gor rtr le 4 ewsnxsoflemoNrow Et.Ev,=zeaxs Y, SUITE 112 I. ' f 85 p NS d a rqP CR zs urroEatvo�oo HOUSTON, TEXAS 77024 I I FC=2a3 72"HOP j-iv SFIOI+t7N0iCEFREfI . L Affil DOS71N6 COW;RE7E CNAld✓0.1!AC'6! '1!AfK mrcwoc� PH713-468.7557 FAX:713.468.7693 s?' I . ._FFEIEYr?a"78' _ _ 1 b 0 © 2013 ' J (p^pt,�,�) raA rN Er _ of AAll nformation, either drawn, written, or im lied I ( O' _ — —_ _ __ _ TOP JM�2483 �� - : 2477 P Fz=79as' Fz 7 "yOPWN c. �:�i _ appearing in this document Shall not be ,� ��t . '�` I ® W o duplicated, disclosed, or otherwise used without --' 't the written permission of the author, � dill' i ��l II This document is an instrument of service and 76 HOP }� ::... . . ::.: : j_ ii__ j_ Hr Lil.: .:.:.... '::. �.. ...... _... :- :� . ..... -... ._ .__.. .. ......_._i . ._.... :,.. ::..... .. ....... ... ., ::.,, .. .....__.. __. � : -- — — —.: ..!. -. — '-- — — _,•, are not adheared to or the contractural E6Rl56 EA:+B•ffM CRA /N T '. .. TOP CRATE= A723 . , -::,.. : ,:,,; . 21= 10 .41E=24.27: ., ..a sma pU :., - .}' agreement governing their use is not strictly S q : .. G ' . .� . Ec=2047 72 Na.-N 500 0351 NL'�,6,635 . Ft=79.73' 78'NOP E `:Ii . ... .. . . ' .,P, lS ° n , —t Q' LOT 5 adhered to. Fl=1973 72 HOP 5 — rr _. __ o _ ,_. .:: wig� -- .— ..:. S)7.V7Af''.M7NCRON BOX _...-_ .—.._ �., p raA ;ryiPr.;: yp TOP. AIF= 2463':+ 502°5Q04"E218.85" ' ! LO b' .TOP SKATE=:2450 .. FL-1B.8J J6"HOB NHS` � J 5 TPP CRAZE,=i 2393 at l T :!TOP rXFAJF-.;2145'.. : .. FL 2010" 12"HOP N%S w2055'72 HOP N/5 _ L0T4 'FZ�2063 72:NOP W � fL 7 15'•3ff."HOR N' �� >& 3 36'NOP£ TW •: e 1 ��N6RE55 i — — — — er�uSs EAso�r — Al I• eHr I t_ _ __ _ ® 1 _ 9 4 I %wARN3NousE _ _—•—ll 1 STORY.j 1 1 — 4b0080FT a I�`I `...r.' BLACK \ t \ .�\ L Gorr a 5 I O ( I I I _ I HOPPIN CENTE �7 I :- -i ---- •0 I I I I________________________________ LLH______________ _______ _______________ ( IlliLLi )________________( ;; 241? ____ C_- __ o _ M : :: _.: ., ,,. :. ;: PLAN NORTH ... ,::: .� ':TOP CRATE—_..3567 ;. " S OO°43OO E 285.2x' AA'' i I ! I __ W Ju ao Al 2 _ v = ' I I COMMENT M b CO tt 112 �_ ■Odt GREASE TRAP ;`. TOP RIM 2475 a g ® tta eP�IQ3t • W OIaBiWOOD PI1A2Ei; . -.. .. Fi Lrnflm-isTENMNf CLASSIFICATION REQUIR®•PARKING 5PAGE5 PERUSE 5QVARE FEET 5PAGF5 REQUIRB� ... ...LI TJEfI TiN6 8 DRINKING E5TAB. IOA PARKING SPACES P132 1000 SF(#MIN) 1,500 SF 9PARKI PARKING FRUIT EA W { " s ARBER SHOP PERSONAL SERVICES BEAUTY 40 PARKINS SPACES PER 1000 SF(#MIN) 1,250 SF L PARKING SPACES :.. ....,, ., ., ., . . .. .:.:.: .:. .. ..... ... . .:. .... ... . T- THE 5LUNGHBOX DELI EATING! DRINKING(STAB. IOA PARKING SPACES PER 1000 SF(+4 MINI 1,800 SF 22 PARKING WAGES � W � � � ..";� `. .Ixa�lfl7 � mow:: � . � .. ,�� ���: 18-TOTAL 50 PARKING SPAGg 1 STORY 51 N TQP GR 2573 1 ; STORY oA BRICK & 'STUCCO w uoalNaoDPwA - O V oG '.,.BLOCK - RESTAURANT ' Te+ANr CLASSIFICATION REIIRED0PARKINGSPACESPMUSE SWAREFEET TarALNPARKINb :. .. PHASE 1 SPACES FZWRED �,/ . O SHOPPING CENTER:. .<. : - SF(+10 MIN) 6,500 SF 32 PARKING SPACES . - - _ U� , ., . _ N OFFICE I O PARKING SPACES PER 500 __ _ GRINGOS CORPORATE OFFICE r` is BULLRIT05 MANAGEMENT GROUP OFFICE IA PARKINS SPACES PER 300 SF(+10 MINI 4PO0 5F 24 PARKINS SPACES .. .- SATTWGROLW S ToRE 40 PARKING SPACES PER 1000 SF(+4 MM 200 SF 04 PARKING SPACES F - UP AND WTE HAIR SALON PERSONAL SERVICES, 40 PARKING SPACES PER 1000 SF(+4 MM 1,200 SF 04 PARKING SPACES .., J .� .! is . .. . :.' LJ _ .. �:.:- --• ' , . ..:. ..,.::: . .,�;. .: .:: . _ ,:. .,':� .... ... :: , ,. . .. 0NAL PER5 SERVIGF5,BEAUTY 4.0 PARKING 5PAGE5 PER 1000 SF(+4 MM 1,250M SF 09 PARKINS SPACES- -_________________ _______________________________________________ I '__ \ "2> SF 21 PARKING SPACES I ,..: -.:.. ....:. -�:'� ,. . .. ..:: _...:: , .... . SUB 0TAI. .:: . ...,. � 157 PARKING 5PAGE5 BULLRIT05 NI LLC EATING! ORINKIN6 STAB IOA PARKING SPACES PER 1000 SF(#MIN) J .L �\`\ � f � , 610N8051fJ00AN RESTMAP/rR C7� -- GRATE iNLEr - ::GRA- __.LNLEr-, ::- TOTAL N PARKINS _____- z CRATE nvLEr &'A7EaNLET 7E IT GLASSIFICA710N ItECiNIRED#PARKINS SPACES,-.-.USE SQUARE FEET TOP'ORA7F 25,46' ) MATE JNL%r r _., TOE CRA 2 ,33 SPACES REQUIRED _._,..._._ TOP,cRA7E 2,$49.. , 14°;CRAZE=.2x'40 17E 25,6!` O 14 > ■ _ GRINGOS MEXICAN RE5TAVRANi EATINS t DRINKING STAB IOA PARKING SPACES PER 1000 SF(+4 MIN) ,6,621 SF 11 PARKING SPACES , SUBTOTAL 11 PARKING SPACES►as Q' ems' ;;: .. TENANT GLA561FIGATI0N REQUIRED PARKING 5PACfs PERUSE SQUARE FEET II PFMeENBAtDIN6 - I - - - I _ - - - - I - - - - - - - - -- - -- - I _____________ __________ _________________________ _________ urn I ( i 5PAGE5IMIREO .,_, , ...:,. _..,... .. ._. � .. .. FUTURE RESTAURANT EATING! DRINKING STAB IOA PARKING SPACES PER 1000 5F(#MINI 500 5F 54 PARKING SPACES FUTURE RETAIL STORE GEL MERCHANDISE STORE 4.0 PARKING SPACES PER 1000 5F(#MINI 4,849 5F 24 PARKINS SPACES N OO°41'48" W 501.67' Li _mtRt! .1'SASIRY SUB-ToTAL 65 PARKING SPACES RED AR FlRE FIRE HYDT0P RIM= 23.95' PIy19E VN8 TENANT CLAS6IFICATI0N REQUIREP•PARKING SPACES PER USE SQUARE FEET TOTAL M PARKINS v z 0 ° ®® � SPAGF5REGUfRED ss: gT `t U N D E R W 0 0 D R 0 A D OFFIG�VEAPMENT OFFICE IA PARKING 5PAGE5 PER 300 5F(+10 MIN) 1 2T PARKING PAGES SS08 �P ® b60 ' 5L5-TOTAL 21 PARKING ES L . SPACES s C / HNIIAaFflMBEVIN179ALDMeB F ❑F �� V��d�r�� V Date: '10•-oe-2014 r l e TENANT CLASSIFICATION REQUIR®•PARKING SPACES PER USE SWAP!FE:T TOTAL*PARKING DESCRIPTION DATE SPACES RrS,'UIRw NUIURE OFFICE OFFICE 1A PARKINS SPACES PER 300 SF(+10 MIN) 3,600 SF 22 PARKING SPACES REVISED PER G.O. LA PORT! 12/02/2014 SITE PLAN ACCURACY CERTIFICATE 01/05 REVISED PER GA. LA PORTS 01/05/20015 FU URE DEVELOPMERE - - 5,400 SF - 1, Ziaeddin Mohammad) , am registered under the laws of the State of Texas to 512-TOTAL 22 PARKING SPACES practice the profession of engineering (or surveying) and hereby certify that above plat or site plan Is true and correct; and that all bearings,distances,angles, TEXAS ON CALL SYSTEM curves, radiuses and central angles are accurately shown on the plat, prepared by TOTAL PARKING 5PAGE5 REQUIRED TOTAL PARKIN& SPACES PROVIDED SHEET CONTENTS OWNER8HAu_MAw OR UNcovEF�PERSONAL UnunES SUCH Bowden Survey Co., signed and sealed by David L. Bowden, land surveyor 370 PARKING SPACES REQUIRED 314 PARKING SPACES PROVIDED OVERALL SITE PLAN AS m OOROI TM COWT ETC.re CONTRACTORSHA`L N° r istered to the State of Texas,registration No.4864. OS AGGE551BLE PARKING 5PAGE5 Iq AGGE551BLE PARKING 5PAGE5 L,rND/oR TExas ate CALL avarEM.t-eoo-2as-asas.wEu.IN _ _ _ _ ADVANCE OF C LIMA AUTI FOR THE PURPOSE of LOCATNQ -01 ACGE551M VAN PAARKIN&SPACE -TI ACCE5515LE VAN PIARKINS SPACE SHEET NUMBER UNDERQROUND L@N�AUfHORnY:OSHA FM.E iB26.65f rI //� �—�.0 ® 1-800-245-4545 1-713-223-4567 Ziseddin Mohammed) Texas Registration Number.67689 DRAWN BY, o�zaza�4 NECKED BY: CDW OVERALL SITE PLAN SCALE v-c-T 1 OVERALL PARKING ANALYSIS i 2 PROJECT Na 1418 FILE NO. • a] 5' H1dP. EASEMENT 10 U.E d B.L. _ 20' AERIAL EASEMENT r, C yb. MZ. 500°03'57"W - 561.25' -- ,y4r------ —y,b--------------44 r---------- ------- 7 0. Sy Sy e�Y Z EX15TIN62 DETENTION POND + , IIT 117 12 'Id .i861 FxiSTIN6 CONCRETE cHANNELU .W61 'id AV61 A-12 136 S> 141 �yZ 0' .yZ _ 2b'IFI6RE55E _ _ J _—_4-_—_ EGRESS EASEMENT I 9 e ,✓ J \ E6RE55 EASEMENT - - — - '1Z . 136 136 111 CONTROL AND EXPANSION JOINTS S 36" HDP FL=19.09, b�' Sy S Y Y TEXAS ON CALL SYSTEM OWNER SHALL MARK OR UNCOVERED PERSONAL Ui1LIT Ee SUCH AS WATER, ELECTRICAL, OAS, ETC. CONTRACTOR SHALL NOTIFY UTILITY COORIJWATNQ COMMITEE. f-800.889-8344 AND/OR TEXAS ONE CALL SYSTEM. 1-800-245-450 WELL IN ADVANCE OF CONSTRUCTION FOR THE PURPOSE OF LOCATING UNDERGROUND LINES AUTHORITY: OSHA RULE *28.851 ® 1-800-245-4545 1-713-223-4567 eo IIT 13 —- — -- -- -- 136 T,yZ -I—li — 181- jHO FL=19.65, GRT INLE TO GRA TE= .23' FL 19.73' 18" DP ' FL 19.73' 12" OP S� nA % fvnn0:;a1nn`1w - SITE PLAN ACCURACY CERTIFICATE 1, Ziseddin Mohammadl , am registered under the laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site plan is true and correct; and that all bearings, distances, angles, curves, radiuses and central angles are accurately shown on the plat, prepared by Bowden Survey Co., signed and sealed by David L. Bowden, land surveyor registered in the State of Texas, registration No. 4964. ZWddin Mohammadi Tons Registration Numbar, 67638 Ili CONTROL joiNT RE: b/A-I2 I36 EXPANSION .JOINT RE: 5/A-I2 140 REMOTE OPEN &ATE CONTROL RECEIVER 14J ELECTRICAL CONTROL MOTOR I15V - IHP J42 OPEN GATE CONTROL (LOOP IN CONCRETE PAVIN6) RE:14/A-I2 KEY NOTES E N w PLAN NORTH 1 STM & Associates Architects 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHJ13.468.7557 FAX713.468-7693 ) 2013 1 information, either drawn, written, or Implied )pearing in this document shall not be )plicated, disclosed, or otherwise used without ie written permission of the author, )is document is an instrument of service and the sole property of the author. Furthermore, �e use of this document for any purpose shall revoked, if the intent of the design or the )nstruction techniques or details shown herein e not adheared to or the contractural ireement governing their use is not strictly 1hered to. Z w p i-- �_ w O U U LU CieZ =� W z x 0< W CL 0. O Rn Q �— Ce p ry w w 0 (A Z Q SODS CONTROL & EXP. JOINTS IMBER A-1.3 0r1A 2 IIPR jEcr NDe U18 PROPERTY LEGAL DESCRIPTION LOTS 1-6, BLOCK 1, OF GRY SUBDIVISION, FILM CODE NO. 625025 OF HARRIS COUNTY MAP RECORD, LA PORTE, TEXAS. 0 40 80 SURVEYOR ALL B 00.Os$T W i96,23' TOPOGRAPHIC & FLOOD PLAIN DATA SHOWN HEREIN IS EXTRACTED DIRECTLY FROM TP 28.00 TP 26.00 �• '"- / / SURVEYSBY.G P BOWDEN SURVEY (PH. 281-531-1900) r / O°'s''�"' SCALE: 1 = 4O 2223 PASO RELLO; HOUSTON, TEXAS 770.7 TP 25.80 �«�FO� j , ,''� ,'.. /' /' /' BENCHMARK DATA COMI N1`# i TG=Ao I •o ,` '' "'' / / / / // / // j�' ....'. / RM NO. 20225, KEY MAP 539-W, IN LA PORTE CITY ORDINANCE. oan, rG2sso — F.F. ELEV.:26.425' / ,/ „stead ! ' .:/ / ......_./ j...:.:., unaNnao / % / __. ELEVATION= 2'1,94 FEET. NAND 1988, 2001 ADJUSTMENT. nararoaot•gezt 28.12 ' ; !'•n m `iACP �M' , ' / ��/ /% / ."lr._._- emra»caeaerzuwxt, � , I , FLOOD PLAIN DATA TP 25J10 �•--"- ,re'Nm 1P2b.96 — n-, %Y,:ravm.Go''N/!, , / / / ���� �� .. ,: A "Py:/::. /' / " �.. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS ESTABLISHED BY THE U.S. COMMENT # 2 DEPT. OF HOUSING & URBAN DEVELOPMENT. COMMUNITY/PANEL NO. 48201C 0940L, MAP SIDEWALK SIDEWALK SIDEWALK �{ , ��� . :,.. /. ::::..;:..%<:::: . �i��• ' / �, • ' �' /. 1' ' • /' /' REVISION:,06/18/2007..ZONE X. . 1 ; 1 C • ,. GENERAL<NOT:ES. SITEWORK roan• mrn 1 TP 25A0 / rnAa wet - ' / / :/ /: > / Y / . '. / :. %''` :', " DiESE NDTES CONTROL EXCEPT NO OTHERIN IN PLANS k DETAILS) rcw ce!,t-- salt /: / l� . ' `i .,'':. /.. S:.. rm Wff 242Y TP2SA8 / , fi'CurbTYP. rt.,1n•u',awe TP25.00 _� ; / / / /' ,/Ft.2aer,z,•�irovN,S 500'0351'W-68 / _ _ ,.� y/':r'.:::............:.. (,, . LTP]n-�ur2 — �_�r o txi '.' 1. CONTRACTOR/BUILDER SHALL FIELD -VERIFY EXISTING ELEVATIONS AND SET FINISH FLOOR (FF) HP ,a�'a2 see Nis mA %' /' 8025R •E216�D5 %' i!OT 4..j j.• /.. I; . S d ELEVATION AT LEAST 18 INCHES ABOVE THE BASE' FLOOD ELEVATION, ACCORDING TO FEMA TP24.91 TP25A9 /• 2a'!•ii x/s n i22' R , ,4. nrxieairMa".w 1A Y '. 'Aww�lia+,lrs �-� / /,' 1 I.," �• MAPS &TOPOGRAPHIC SURVEY DATA; 12 INCHES ABOVE THE NEAREST SANITARY SEWER TG 24.73 / �:' / - ` . p F , • at• / / / .. /::'' :.'"/ W o MANHOLE RIM, OR, WHERE, NO SEWER IS AVAILABLE, THE FINISHED FLOOR SHALL NOT BE LESS , /' '" o: f. U THAN 4 INCHES. ABOVE THE CROWN OF THE STREET. TP 27.05 HP O1 ; ' / , / ' :, -�`-- / %>�— / / // // . • _ f/:. . / '" �''. _ 2 NOTIFY ENGINEER PROPOSED. FF VPR OR ATION ITOMSE TANG M. BUILDER MAY SET SLAB @ A HIGHER ELEVATION, BUT �— Slope To Drain Z, 26.7, / m / /. -� W / —' .' ; • / / /a / , / / / 1 /STORE /" " ;' / �. 3. FINISH GRADE ELEVATIONS ®SIDE &REAR PROPERTY LINES SHALL MATCH EXISTING GRADE C- — . /BLOCK �' ELEVATIONS U.O.N. TP 26.96 TP 27.0s TP 2 ,Q , .. .' _ i / / / /✓� ,,/ . ', I, / � -- � � �_ % % / S VPPINV CE T� .'�:. ' r'. 4. CONTRACTOR/ BUILDER SHAH FIELD -VERIFY ALL EXISTING CONDITIONS &INFORM ENGINEER v / ! / ` / / % / N r N' i ') ' OF ALL DISCREPANCIES THAT MAY IMPACT THIS WORK. T / $ ' / / / � / / / / / / / / 5. ALL EXCAVATED SOIL FROM FOUNDATIONS SHALL BE REMOVED FROM CONSTRUCTION SITE ' AND M T BE S FILL DIRT, UNLESS SPECIFICALLY CALLED FOR IN FOUNDATION ,.. MEG/ •$ ; ' ,•. , • / DRAWINGS. USE A I'l % /J/1, %/ / 6. CONSTRUCTION SITE IS TO BE MAINTAINED FREE OF ANY OPEN TRENCHES, PITS, HOLES, OR OAJ.' / / / / / / / / / ,' / i.:.: ;: ., ,, . / OTHER EXCAVATIONS THAT MAY HOLD WATER. 7. RUNOFF FROM CONSTRUCTION SITE SHALL BE FILTERED SO AS TO PREVENT SAND, MUD - ConsWctorToRemoveExlsdngCurb AND DIRT OF ANY KIND FROM ENTERING CiTY STORM DRAINAGE SYSTEM. � ^: amiidatch TOP Of Existing glade (MEG) % / / ! / / / . ` � , � / � / � / / / / . / % ."'""2" / / / ! / / / % / ! ,• . /' an WINING PROPERTIES . 8... / / ' . A THIS PROPOSED DRAINAGE SCHEME WILL NOT RESULT IN ANY STORMWATER RUNOFF ONTO - , MAN 2S87' I' ! _._._. Fir J6'NL1•N / / / /, i / % /. % s oo asoo E 285�1 ADJOINING PROPERTIES DURING A 2-YEAR STORM. B, CONTRACTOR SHALL MAINTAIN DRAINAGE DURING CONSTRUCTION SO AS TO ENSURE THAT NO RUNOFF FROM CONSTRUCTION SITE TRAVERSES ADJOINING PROPERTIES AT ANYTIME. 9• CITY RIGHT-OF-WAY / A. ANY DAMAGE TO EXISTING ROADS, DRIVEWAYS, SIDEWALKS, .OR OTHER APPURTENANCES WITHIN THE CITY'S RIGHT-OF-WAY SHALL BE SAW -CUT, REMOVED AND REPLACED WITH 70PM= 24AZI MATERIALPERIOR TO EXISTING MATERIAL, AND SHALL BE INSTALLED TO -CIEQUAL OR SUPERIOR B. ANTA R F I TY'RIGHT-OF-WAYICN R DISTURBED OR DUG FM / / / B. Y AREAS S GRASS WITHIN THE E S WHICH ARE / _ % / / / / / / / / ! / UP DURING CONSTRUCTION SHALL BE REPLACED WITH ST. AUGUSTiNE, OR GRASS WHICH MATCHES THE GRASS REMOVED. j / / / / 10. A1AlER1Al EaFICAMONS ' / / " ALL STORM SEWER PIPE SHALL BE HOPE OR SCH. 40.. i 7— / ,' i' .� / / / 1 R ' 21�r / / / ,/ / ! _� /" / /f STORY. %. ®; 1' STORY; / / ! / / BRICK W STUC"CO W. r LEGEND BLOCK' RE,SfAUR/�NT /: o SWOPP)KID CENTER, / , ;' ; �. / / / / / % mm,6 /% .. /' PROPOSED STORM SEWER z EXISTING STORM GRADE SEWER — _ _ _ _ _ _ _ _ _ PROPERTY LINE(..) SLOPE Of PAVEMENT OR FINISH GRADE / / J // STORM.SEWER MANHOLE L_ Mo CLEAN -OUT (MATCH PIPE SIZE UP TO 6 0) IN -LINE CLEANOUT (MATCH PIPE SIZE UP TO 6" 0) DRAINAGE AREA DESIGNATION / ,p• uA,e."' ! row arAl2- nw% / / f°A ■ CATCH BASIN (RE: DETAIL) / , / / / / / y ,' ;• " , _ �' PROPOSED ADS FLEXSTORM INLET INSERT ! Ij/ 8"'0 AREA GRAIN 1r, , EXISTING NATURAL GRADE ELEVATIONS CATCHBASIN 3T-!�- ` FF _ XX PROPOSED FINISH FLOOR ELEVATION • 1' " W W107' ..:�' .` TRAFFIC DUTY ' !TiTi!i!i !i!T SKID-RESIS N OO A 48 SAN/TANY UN CAST, IRON. GRATE !T!i �!T!TIT!T- " : SKID>RESISTANT sTECEP ,* °'' BC 99,95 PROPOSED BACK OF CURB ELEVATION :U 70P R//Aa 2SeB' t(PEDESTRIAN DUTY. ':-'-�•T!T!TTT!T!T!', - :PEDESTRIAN :DUTY EXCEPT,. .r ,!-,-�-!- �,:.. -,-, :TRAFF1c-Ou.TY wHERE.JB:.:;; . '>: TP 99:0. PROPOSED TOP.OF PAVEMENT ELEVATION .e;:EOR M1C81,2 :ONLY)' -. :: ... .. ..... ::.r ELEVATION UNDERWOOD ROAD .` - .... . PROPOSED TOP OF INLET GRATE CAST: -IN STEEL, FRAME oocuR§ FL' 96.53 .: PROPOSED FLOW. LINE ELEVATION Al n WITHIN :PAVEMENT AREAS::: (1 0 0' R . O. W • ) COMMENT # 3,11 2 FG 99.15 OR 99:15 PROPOSED. FINISHED GRADE ELEVATION ",.. ^p: REQUIRED S A T 99:15 PROPOSED TOP OF CONCRETE ELEVATION S: FLOOD STATEMENT OC _ OPTIONAL EXTENSIONS '. it SWALE This tract is in Zone X' and not within the S00 years Flood PiEiin according to the _ = ' K s' or 12" -- DOWNSPOUT W/ CONNECTOR TO DRAINAGE SYSTEM FEMA Map # 48201CO940L, Dated June 18 ,2007. EXISTING TREE Note: Flood statement should reflect new TSARP FIRM maps and data. PR=CAST CONCRETE H7 'BASE SECTION DETENTION NOTE., CITY APPROVING AUTHORITY CERTIFICATE .., ... :.. : ._. .'ru,...-: �,�,:',.; •zs. THIN WALLKNOCKOUT''pN"qLl...;.. .. DETENTION FOR THE ENTIRE TRACT HAS BEEN PROVIDED This is to certify that the City of:La. Porte, Texas has approved this site plan and a.slDes, SEE KO DIMENSION ACCORDING TO THE AS APPROVED PLANS DATED: 09-09-07, development of Underwood Retail Center Phase V-A in conformance with the :' FOR MAxIMUM PIPE O.D. AND ADDITIONAL PLANS DATED: 06-20-08, DESIGNED BY: N. CARLOS " SMITH ENGINEERS AND SURVEYORS, INC. THE EXISTING 8"0 Ordinances of the City of La Porte.' RESTRICTOR TO REMAIN. By* Director, Planning Department .. .:'.'-pat.;;:.';..\.•:; / WY .. .. . CONCRE'fE.�'' , CltyPlanner Gty Engineer ' SITEPLAN ACCURACY CERTIFICATE I, Ziaeddin Mohammad(.; am registered under the laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site plan is true and .correct; and that all bearings, distances, angles, curves, radiuses and central angles are accurately shown on the plat, prepared by Bowden Survey Cosigned and`sealed. by David. L. Bowden, land surveyor registered in the State of Texas, registration No. 4864. Z aeddin Mohammadi .. -..., Texas Registration Number..67639 7., SPECIFICATIONS - GENERAL: 1. BASE: SECTION SHALL" OE OF MONOLITHIC CONSTRUCTION AT FLOOR AND ' • WALLS;:+':, WITH: SECTIONAL RISERS (EXTENSIONS)',TO REQUIRED DEPTH.. 2. MANU;'AC•n1RER,;;PARK KOPPMENT-CO., HOUSTON (1 800 256.8041) OR-' ENGINEER=APPROVED EOUAL':'':� - '-K•` •- 'r. CONCRETE: 28=DAY.'COMPRE§SIVE BTREN6TH(1'o)-4,000 PSI. REINFORCEMENT:` :CONFORM TO ASTM'.:615, GRADE 60 (Fy-60,000 PSI) SIZE & SPACING .: SHALL,BE.DETERMINED BY MANUFACTURER.. - FRAMES &;GRATES:SHALL'BE MANUFACTURED OF GREY CAST IRON(C.I.) CAC1IN9S, CONFORMING TO ASTM A48, CLASS 30.,: MARK DIMENSIONS - CATCH '' GRATE WEIGHT ' BASIN ". �� BOX^•' Box pat : : _ : W2 H,KQ' SIZE LBS C812' '' 1812:. 15" IQ".- 214; - 16" 12"42"x1" :' .180 C818 ','JBi$: 24" : W, ..34": 15.." 18"a18"x1i"_ 1,000 C820 J820 26" 18" '34" 17" 20"x20'x,i" 1,335t CB24 : .� J824':.,. 32" 22" 41" 22" " 24"44"4"2,245 CB27. "J827.;'!::; : 37". 25" 42"' 24" 27"47"x2" 2.876 . C830. ' ..4830..';"'---.so' : 42" 30"'� 42" 30" .'%32"x32"x2" � 3,675 1:.; ,48" : ' 36".:. 42":' 32" 38"x38"x2" 4,585: ..... 'CB48 :.:., j;:r JB4B:' `:' :.:: ..: 15'� 80" �::;-.`48"... 54"'.` 48"' ::.38'°z38"x2". " ' 8,900 . . 1: C812 CA-rCHBASiN-is RATED'FOR PEDESTRIAN LOADING. 'ALL OTHERS: ARE TRAFFIC DUTY. 2. ALL JUNCTION BOXES:ARE.-STANDARD PEDESTRIAN.,DUTY OR OPTIONAL TRAFFIC DUTY.: rr Z W 0 z U n V (_� '�^ L J (D IZ V M Q z LLJT °o ° ° 9 `1 o CL IZ � r" Q W W In r��/� v,I /^r� L.J. CN C) N Ch -�.I J N N CM H P4 z U r'0 U .. LLl E C5 LU w CD z C: LL z 6 T r- z W �Yochx U y 01—I W > Q W z � O OE = aLb Seal: 00oeouaU OF re- a •. gd d oo .... .................:...m o ZIAEDDIN MOHAMMAD) o.....................m 'o . °d�'o� �Fc 7639` o: W' Z C7 Fn 0 # 4 O Z - o GRADING & DRAINAGE PLAN SCALE: 1 "= 40' RROJ #2014-09-04 a SHEET 1 OF 3 C I UNDE:RWOOD ROAD (100R.O.W.) 0 40 80 i SCALE: 1 "= 40' SITE PLAN ACCURACY CERTIFICATE 1, Ziaeddin Mohammadt, am registered under the laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site plan is true and .correct; and that all bearings, distances, angles, curves, radiuses and central angles areaccurately shown on the plat, prepared by Bowden Survey C*., signed and sealed by David L Bowden, land surveyor registered in the State of Texas, registration No. 4864'. Ziaeddin. Mohammadl Texas :Registration Number. 67639 NOTES CONTROL EXCEPT AS SANITARY SEWER SYSTEM 1. SANITARY SEWER SHALL BE SCHEDULE 40 PVC PIPE, U.N.O. ON PLANS. 2. PIPE SHALL BE BEDDED WITH A MINIMUM OF ONE FOOT OF CEMENT STABILIZED SAND. CEMENT STABILIZED SAND SHALL BE LAID IN 6" LIFTS COMPACTED TO 95% STANDARD PROCTOR OF MAXIMUM DRY DENSITY 3. SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LA PORTE SPECIFICATION AS CURRENTLY AMENDED. 4.PLACE IN -LINE CLEAN -OUT AT LEAST EVERY 90 FEET FOR PIPE SIZES 6"0 OR SMALLER. CLEAN -OUT SHALL MATCH PIPE SIZE. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY SHORING ALL TRENCHES IN EXCESS OF 6'-0" IN DEPTH, IN COMPLIANCE W/ OSHA. DOMESTIC WATER SYSTEM 1. WATER LINE SHALL BE SCHEDULE 40 PVC PIPE, U.N.O. ON PLANS. 2.WATER LINE SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH CITY OF LA PORT SPECIFICATION FOR WATER MAIN CONSTRUCTION AS CURRENTLY AMENDED. 3.WATER LINE SHALL HAVE BANK SAND BEDDING AND BACKFILL. 4.PROVIDE THRUST BLOCKING ACCORDING TO CITY OF LA PORTE STANDARDS & SPECIFICATIONS. 5.PROVIDE A MINIMUM 6-INCHES OF CLEARANCE AT STORM SEWER AND WATER LINE CROSSING. LEGEND PROPERTY LINE WASTEWATER — — WATER LINE (W.L.) 1" WATER SERVICE LEAD (U.N.O.) �}— 6" SAN. SERVICE LEAD (U.N.O.) G GAS LINE C)' TAPPING SLEEVE & VALVE (T.S. & V) FIRE HYDRANT (FH) b G.V. & BOX >'A REDUCER ® WATER METER OGAS METER 0 CLEAN -OUT (MATCH PIPE SIZE UP TO 6"0) -$C.O. INLINE CLEAN -OUT © 100' MAX. SPACING EXIST.=FILLED O PROP.=OPEN WASTEWATER MANHOLE EXIST.=FILLED O STORM SEWER MANHOLE PROP.=OPEN CPOTENTIAL CROSSING CONFLICT IMPORTANT NOTE PRIOR TO COMMENCING GRADING OR ON -SITE UTILITIES WORK, CONTRACTOR SHALL FIELD -VERIFY LOCATION & DEPTH OF ALL OFF -SITE UTILITIES TO ASCERTAIN THAT PROPOSED CONNECTIONS CAN BE MADE AS INDICATED IN THESE DRAWINGS. INFORM ENGINEER OF ANY DISCREPANCIES OR CONFLICTS THAT MAY IMPACT WORK DESCRIBED HEREIN. RE: ARCHITECTURAL DWGS FOR ALL BUILDING AND SITE DIMENSIONS .-_� Lu p z�Q U 0 = Ln Q I� LLJ zLIJ o Q � LLj O rCA_ v J o CL Cr > �- Q W L1J n co z TQCL N N u U �ON! __ j 04 LL to N a+ $o z .. w � UU z 1) a) a) //a wZ *= U_ CO` Z V z (D cY0 CZ N T X o� LU _ x a X Lug, r ^ � ^_ Q z CD � (� cca 0 E = aw �� CE Seal: 000044Ull d �L °F re�"as°�000 d o �......•....... ..P o ZIAEDDIN MOHAMMADI o ......................... 67639..a o 0, :PF F,O: <v A Od F•. G�STER \� 4 iJ G re: F- H- Q 0 z 0 LU 0 o z SITE UTILITIES SCALE: 1 "= 40' PROD #2014-09-04 SHEET 2 OF 3 C-2 5' H.L4P. EASEMENT IO' U. -4 B.L. 20' AERIAL EASEMENT _ _2& INQRE55 4 _ E6RE55 EASEMENT _ _28' INGRC55 4 _ E6RE55 EASEMENT ELECTRICAL SITE PLAN LEVELING NUTS SHALL BE USED. POLE BEARING PLATE SHALL NOT BE SHIMMED AGAINST PIER CONCRETE GROUND CONDUCTORS — BOND SYSTEM GROUND TO - GROUNDING LUG INSIDE POLE BOLT COVER � (8) #5 RE -BARS W #4 10" O.C. CONCRETE PIER. 24" DIAMETER 3/4"PVC CONDUITS - 30 CADWELD CONN.- TO GROUND ROD. 6# AWG PVC CONDUIT FOR CIRCUIT CONTIN. COPPERWERLD - GROUND ROD. J" x 10'-O" GENERAL NOTES: CUT AND PATCH EXISTING CONCRETE DRIVES, ETC. (WHERE REQUIRED) TO INSTALL NEW CONDUITS INDICATED ON SITE PLAN. -PAINTED SQUARE STEEL POLE. N LIGHTING CIRCUIT UP POLE (TYP. ALL CONDUCTORS) BUSSMAN FUSE HOLDERS AND FUSES IN BASE (TYP. ALL CONDUCTORS) HAND HOLE AND COVER LEVELING NUI'. GROUT POLE BASE 1" CHAMFER CORNER �u ti w ANCHOR BOLTS (4). o a � o PARKING LOT FINISH SURFACE PVC CONDUIT FOR ====�CIRCUIT CONTINUATION. #3 TIES ® 10" O.C. 24" DIAMETER POLE BASE DETAIL— TYPES S1, S2 & S3 — (120MPH WIND LOAD) PANEL A IOK A10 LOCATION N MOUNTING: OUTSIDE ❑ SURFACE FLUSH N NEUTRAL BUS: N &ROUND 120/240 VOLTS, I PH, 5N NEMA 5R AMP MCB 100 AMP MLO DESCFEIM WIFE LOAD VA BKR SIZE CKT No. PHASE A 8 CKT No. BKR 89E LOAD VA WIFE DESINVION 20/1 1 - 2 20/1 1240 10 517E LT6 n 20/I 3 - 4 20/1 q50 10 I' SPACE ONLY -- 5 6 -- -- -- SPACE ONLY -( 8 q - 10 if - 12 TOTAL CONNECTED LOAD: 2.2KH X 1.25 - 240V'= 11.5 AMPS. NOTES: " CONTROLLED BY A PHOTO CELL INCLUDED WITH LIGHT FIXTURE PANEL A LIGHT FIXTURE SCHEDULE TYPE MMWACTUM AND MODS R.18H MOUNTN4 NO, SM AND TYPE LAMPS NOTE 51 MG6RAW #6LEONAEObLEDEI5L55Z-P BRONZE POLE I - 510H / LED (INGL) 1 52 #2/6LEONAEO9,LE0E1T4FT5Z-P 2 - 510H / LED (INCL.) 2 55 #5/6LEONAEO6LEDEISHG5Z-P 5 - 510H / LED (INCL) 5 NOTES: I. MOUNT FIXTURE TO K4 H #55P25-4-7-5Z-DMIO-BG 25 FOOT POLE 2. MOUNT FIXTURES TO K 4 H #55P25-4-1-5Z-OM200-50 25 FOOT POLE 5. MOUNT FIXTURES TO K 4 H #55P25-4-1-5Z-2T-50 25 FOOT POLE WITH POLE TOP ADAPTER FOR 5 FIXTURES AT 120 DE6REE5. 0 METERING �C 120/240V,1m,SW SERVICE DROP TREATED POLE BY THIS CONTR. 5*THHN- 10 0 PANEL A 60A, 2P, 2F (60AF) N5R 146 CU GROUND TO 5/40 X IOFT ROD 5*THNN 4 1# 1090 - Ile ONE LINE RISER DIAGRAM AVAILABLE FAULT = 16(00 LET T14RU FUSES = 6;100 (m=) TIME CLOCK CONCRETE (TYP) ELECTRICAL LOAD ANALYSIS DE50RIPTION OF LOAD AMPS AT 240V. 10 OA -- 4H3 4PN LIGHTING: 2.204 x 1.25 = 12 12 12 SCALE T-29-V ' 1 SITE PLAN ACCURACY CERTIFICATE I, Ziaeddin Mohammadi , am registered under the laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site plan is true and correct; and that all bearings, distances, angles, curves, radiuses and central angles are accurately shown on the plat, prepared by Bowden Survey Co., signed and sealed by David L. Bowden, land surveyor registered in the State of Texas, registration No. 4864. —13 Ziaeddin Mohammadi Texas Registration Number: 67639 STM & Associates Architects 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHJ13.468.7557 FAX:713.468.7693 ) 2013 1 information, either drawn, written, or implied )pearing in this document shall not be )plicated, disclosed, or otherwise used without is written permission of the author, )is document is an instrument of service and the sole property of the author. Furthermore. ie use of this document for any purpose shall revoked, if the intent of the design or the )nstruction techniques or details shown herein e not adheared to or the contractural lreement governing their use is not strictly 1hered to. /'�� �� i e Z w 0 FMIIIIII � Z� W Q U � J Q Q W Z ale O CLM O ae / W W N Z Q D CLM JOHN B. BOYCE . .............. A 53974 c.,. �r Q V= WLn ZX ED ~ ED LU r � r. 0 CL ELECTRICAL SITE PLAN E-1.0 I W 03.20.20U oft POLE BASE DETAIL scALs lea 16 1 LIGHT FIXTURE SCHEDULE 5 ELECTRICAL LOAD ANALYSIS 3 ,HIM PROP05ED 8" SANITARY 5EWER. EXTEND EXISTING CATCH BA51N 6-8" 3 UP TO MATCH p-I,p PAVEMENT LEVEL 5 0000357" W 786.23'---._—__. _--_ ----- - _ -- 500°03'S7"W - 567.23' - - - ---------- --- -- �� FIMREDI.MPSTER =—�y - — - ----- - — - — - ----- - --- - --_ ��1=--=-- - 1. .1 TGRA OP E INLETE= 23.2E - - — --—-—---- - — - -— -------- W ';FL=2_0.96_12_HOP FUTURE 6REA5E TRAP AND SAMPLE �. I_ _ I FUTURE GRINGO'S Foo WELL THAT WILL BE SIZED AT THE PREP. BUILDING 12,400 SOFT. TIME OF TENANT DEVON PER UPC.- (— — — — — — — (PHASE V-B) I F.F. ELEV.: 26.425' GRA TE ET j TOP GROjE= 24.20' -- - 1 1 FL=20.3t7' 12" HOP E/W I COMMENT # 26 and 32 \ I! li II MANHOLE TOP '/M 24.83' 36" HOP FL-1 73' 36" HOP WIN Mr --o - Dg -- .--- — _ .-- -- LIGHT —— C I, r POLE 0 0 FL=I19.65' ----—- — - — - -- J11-1[ - -��----r---._-- -=- -�--i- - --- - /-1� -- INLET II GRATE INLET SATE= 24.23' TOP GRATE= 2-427' s' STUB OUT O O 73' 78" HOP E II FL0 =2 .8 7' 12" HDP N/S 500003157"N - 66.35' 73' 12" HDP S._ -,- - =- - --_ _— _ -__ _ — II _ _ _ _ STORM JUNCTION _._._ — ji ` - INLET GRATE INLET GRATE INLET — TOP GRA 24.63' II TOP GRATE= 24.50' FL=18.63' 36" HOP N/S TOP GRATE= 23.95' TOP GRATE= 24.45' , If FL=20.10' 12" HOP N/S FL=20.55' 12" HOP LOT 4/S LOT FL=20.63' 12" HOP W LOT 6 FL=18.15' 36" HDP N _ II FL=18.63' 36" HDP E FL=18.85' 18" H P I LIGHT II POLr POLE * SITE UTILITY PLAN SITE PLAN ACCURACY CERTIFICATE I, Ziaeddin Mohammadi , am registered under the laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site plan is true and correct; and that all bearings, distances, angles, curves, radiuses and central angles are accurately shown on the plat, prepared by Bowden Survey Co., signed and sealed by David L. Bowden, land surveyor registered in the State of Texas, registration No. 4864. i Ziaeddin Mohammadi Texas Registration Number: 67639 i RE: PLANS FOR SIZE 0 J = z --- — -- - - - w a TEXAS ON CALL SYSTEM OWNER SHALL MARK OR UNCOVERED PERSONAL UTILITIES SUCH AS WATER, ELECTRICAL, OAS, ETC. CONTRACTOR SHALL NOTIFY UTILITY COORDINATING COMMTfEE. 1-500-669-M44 AND/OR TEXAS ONE CALL SYSTEM. 1-80D-245-4545. WELL W ADVANCE OF CONSTRUCTION FOR THE PURPOSE OF LOCATING UNDERGROUND LINES AUTHORRY: OSHA RULE 1926.651 ® 1-800-245-4545 1-713-223-4567 3/40 WALL HYDRANT W/ VAC. BRKB. - NON FREEZE BUILDING WALL INSULATION W/ REMOVABLE 14 6A. SHEET METAL I HOU511,16 PAINT A5 DIRECTED BY ARCHITECT I GATE VALVE I _d---RE: PLUMBIN6 PLAN FOR SIZE TYPE 'K' COPPER NO JOINTS BELOW SLAB COMMENT # 19 TO 22,25 AND 21 TO 32 =a COMMENT # 5 PROPOSED GAP 500.00 LF OF 8"0 PVC SANITARY 5ENIER Lu Zz� — — ----- ----- -- GAP. 120 LF 240 DOMESTIC WATER LINE OIIILDIN6 PHASE V) COMMENT # 5 COMMENT 6 GAP. 500 LF 249P DOMESTIC WATER (BUILDING PHASE IV) NOTE: 'D ,,. , //�/, i PROPOSED 300 L.F. OF WiP PRIVATE SANITARY EX15TINO 8" SANITARY 5EWER 5EWER LINE. INSTALLED UNDER PREVIOUS PERMIT. LINE AND SADDLE TAP TO 6.0. TO FIELD VERIFY DEPTH AND DISTANCE FROM EXI5T G OF L.P.5.5 � I' EAST PROPERTY LINE. / u I Li l PROPOSED (BY PHASE 4) 100.00 LF OF STM 4" (P G.I. FIRE LINE FOR FUTURE USE IF 2 COMMENT # 20' 71 REQUIRED. ,--------- ----� P-ILO LIN LOT 5 °°'22= - —f— - ,1 _ L4P.& Associates ASEMENT in IL_ Architects —' —— — —— B—I _— rchi _ I RIALIEAS ENT 8554 KATY FREEWAY, SUITE 112 HOUSTON, TEXAS 77024 PHJ13.468-7557 FAX-.713-468.7693 5ED (BY PHASE IV) I20 L F OOF__. a ©2013 FROP0 2" 0 PRIVATE DOMESTIC WATER LINE i All information, either drawn, written, or Implied i9— 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, 1 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 INLET agreement governing their use is not strictly TOP GRA I adhered to. GR --- P GRA TE= 24.17' ° LU #i LU �I L � I LINE I PROPOSED 100.00 LF OF 4"O FIRE LINE GAP FOR FUTURE USE IF REGUIRED 2" 0 DOMESTIC WATER METER (BUILDIN6 PHASE V-A) 1) LIGHT POLE 26'lllous54 I 6RE55 EASEMENT LOT 5 _OT 6 - - — - —- j8'IN6RE554_--___ 6RE55 EASEMENT FIRE HYDRANT GHT ' ! EXISTING F.H. + C OF L 12° WATER MAIN -O I O I EXISTING 8' C OF LP. SANITARY SEWER LINE it E 0 ' °I N , 'I W ' PLAN NORTH o.; uN �N 4" BFP 4 STRAINER I, B 2� 2" 0 DOMESTIC WATER METER f � ' f (BUILDING PHASE IV) �A NOTE: WHEN 54P CONSTRUCTION DID PHASE IV (PARKING LOT) THEY ONLY INSTALLED THE 4" (P WATER TAP, THE 2" DOMESTIC METER AND THE I" LANDSCAPE METER. 54P DID NOT EXTEND THE 4"(P FIRE LINE, THE 2"0 DOMESTIC WATER LINE NOR THE 8" (1) SANITARY SEWER LINE. THESE ARE PROPOSED TO BE INSTALLED IN PHASE IV (BUILDING) AND EXTENDED IN PHASE V-A. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR IN5TALLIN6 THE PROF05ED 8' SANITARY SEWER GONNEGTION. SCALE 1'-29-0• EXISTIN61"V LANDSCAPE WATER METER 1" 0 H.L. 4 BFP AND STRAINER BY LANDSCAPE CONTRACTOR �I v I 7 T� ■L i Q 1� D LU `m 1 Z m L.0 0 V > J p'� Q� I.0 c p 0 Ov Oz I LAJ Z Q t JOHN B. BOYCE �............. REVISED PER G.O. LA PORTE REVISED PER CD. LA PORTE REVISED PER G.O. LA PORTE SITE UTILITY PLAN SHEET NUMBER P-1.0 WATER ENTRY DETAIL