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HomeMy WebLinkAboutDURCO, LTD. SITE PLANILOT it I I L — - — h` — — — --0 3 - - I _. Ivu gc mL --------- ----- — — — -- ------ 6 1,976 SO Ff OFF. (EXISTING) & �2 LP/EO o ( 6833 SO FT WAREHOUSE REMOVE (EXISTING) 1 I I -SPECIALTY CONTRACTOR: EXISTING 4 (MIN) + 1 PER 3NQN-OFFICE EMPLOYEES (12) > 8 I FENCE W ( BUILDING j)3 201 SOUTH i6TH STREET MOOD. / DIMENSIONS CATOH JUNnObt :. WI W2 N1 H2 n If0BOX p8♦ 51g W121 X12 IS' _ 10 21' 16' 2' 10 IrA211': 130 C814 J814 2W 1C 2W 2t 4' :12 lexle'd ' 600 Cll a JBIB Y 24' 10' 3C 30' 4' IS' IBk1e#IW 1,000 C820 M20 20' IV W 30' 4' 17' 20'e20'41A' 1,335 024 J324 3T 22' 41' 38' 5' 22 24 24'.2' 2.244 027 MY 37' 26' 42' 08' 8' 24 2].27'.Y. 2,875 OBJO JB30 : 42' 30' 42' 36' 6' 30' 32 s32's2'. 3.673 C836 JIM 4e 30 42' 36' 8' '32' 38'938's2' s885 - I 1. f812 GT0869N 6 RADD iCRVE0f51RAY IOAeIIF' NL a1NFP9 /AE iNMIC WIS r ILOi n — - — — - — — — — — — — — EJ — —EJ— — — — — — -- —EJ—_— —_ _ EJ I n 1,450 SO FT Off. (EXISTING) & L NL mom emir N3 SP ONm 18KSIRMA am m arno IlFe rrc mv.. — I I E-- ^ I 3,550 SO FT WAREHOUSE (EXISTNG) n "' SPECIALTY CONTRACTOR: PARTIAL UCTM I I O 4 (MIN) + 1 PER 3 NON -OFFICE EMPLOYEES (7) = 7of a�a2002 0 —EXISL G}-�--EXIST. EXIST.--►© I i I ` = Q SPECIFICATIONS aricf. SPARK as,wp v.-vaRx I— N i CONCR@TE : 4500 / Iat2concrete wys of design f monolithic li of B e-oll_aA.aom TG 16.0 ( TG 16.3 TG IST. PROPOSED PARKING= 10 4w0 PSI at ze care, wn o ar manaUtHla DAIFNA WA EDAM I PROPOSED I TG 16.8 construction at Oaar and ured depttop of well 1. with expand dear to required depth. "Expsot the Boot" CATCH BASIN I ¢ I TOTAL REQUIRED PARKING SPACES= 53 & 2 HC ACCESSIBLE eENFGRCEUTNr: Grade ao re nrm and Steal mbar aonfinn nq CATCHBARIN MODEL CB - 12" THRD 30* ,LOT 2 - — — — —„ — — — — — - — — — LOi p z ( TOTAL ACTUAL PARKING SPACES= 99 & 4 HC ACCESSIBLE to ASTN A615 an required cent" or equal. JUNCTION BOX MODEL Ja - 124 THRU 98 —1 — — — — — — — — — — — — — — — — — — _ — — — . — — — — Q C.I. GAMING& Cast ran frames and orates are manufactured m� NONE OW0. �' ' TG 16.8 PROPOSED N at Ora Met son aonfenninq to ASIAI A48-76 I RELOCATE i �''� ( �� CATCH BASIN _ �i I Class $s. DATE mlO2 CBJ836 p EXISTING LP - I I) 3 .�. ) ) E -� mcocn LIMIT OF WORK i I *NOTE: O I NOTES 04 CATCH BASIN D E T A I L S 04 I I I I 6 CONCRETE, #, S ® 18 O.C.E.W., SCALE: NONE SCALE: NONE OVER 3" SAND OVER COMPACTED DIRT; LOT IL0T13 - - - - _ - - - - - - - - - - - - - - - - - .-EXP-ANSiON JOINTS: SAW-CUT-20'-o:C:, - I THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED � I I ' CURED CONCRETE 3,000 PSI, TIP. � i -, - -L - - - - - -EJ- I THIS SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE EJ I EJ EJ m I I LTD; PARKING IMPROVEMENTS IN CONFORMANCE WITH I EDGE OF PROPOSED w I y ( PLAN FOR DURCO, , coNCRETEI TO MATCH ( W ( I THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE. — — —I EXISTING CONCRETE— - — _ — — - — — — - � LOT LOT 14— — — — — — — — — — — — — — — — _ — — — 1 I ( I o---EXISTING LAND CAPING NATURAL PROPOSED I VEGETATION TO REMAIN ATTEST: p-f—EXIST TG 16.Q I EI-EXIST--EXIST TG 16.3 EXIST TG 16.0, -----9 IC ATCH BASIN TG 16.8 TG 16.8 W/ RESTRICTOR W! RESTRICTOR W/ 6' I W/ 6 PROPOSED y (� RESTRICTOR -CATCH BASIN I ) ) RESTRICTOR ) 3 � s ( . 'ice' LIMIT OF WORK ------.I I ( H BY. is BY. Mal � I IIUT i5 _ _ - - - - - - - -) - - - - - - - - - - - - PROPOSED FENCE LA PORT ITY ENGIN DIRECTOR, LA PORTE RELOCATION OF EXISTING FENCE EXISTING LP EXISTING NATURAL LANDSCAPING— ANDSCIAPING EXISTING I PLANNING DEPARTMENT & VEGETATION TO REMAIN EXISTING ELEC PANELS ( ( _10' SIDE S. -- 10 SIDE S.B. I --------------�� LP/Eo------------------------------ / x x x x LIMIT OF WORK i PLAT ACCURACY CERTIFICATE XIS NG EXISTS ING yV Y Y EXISTING V Y RIP RAP Y _ Y FL 13.0 ExfSTiNc YRIP RAP Y I J . AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE EXIST OPEN DITCH I OPEN DITCH e s 1„ WILLIAM T. MANNING, R , RIP RAP EXIST OPEN DITCH . A /1 PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE 1„LANDSCAPE ACCURATELY SHOWN ON THE SITE PLAN. ( EXISTING 12" SANITARY WATER METER LINE ON SOUTH SIDE LIMITS OF WORK PROPOSED FENCE OF W. 8 STREET R.O.W. TO MATCH 1 F EXISTING FENCE W E S T B XISiING FIRE HYDRANT LOCATED 85' ESE FROM SW NOTE: i BY: (801 R.O.W.) FH CORNER OF PROPOSED PROJECT IN THE R.O.W. OF — ALL DISCREPANCIES TO BE ADDRESSED IN WRITING TO I WILLIAM T. MANNING, LIKE.", O. WEST '8' STREET OWNER & ENGINEER. — — — — — — — --- EXIST I2"SANITARY SEWER --— — — — — — — — — — — — — — — — — — -------------- — EXIST I2"SANITARY SEWER ----------- -- --� TEXAS REGISTRATION NO. 80640 ONTRACTOR TO FIELD VERIFY ALL CONDITIONS OF MANNING ENGINEERING CORPORATION, F-2630 WORK PRIOR TO COMMITMENT OF WORK. SITE PLAN SCALE: 1" = 20' 02 C E R T I F I C A T 10 N S SCALE: NONE 01 plal:ning - design - execution - P O B o x 8� e3 e_ea Porta. T®x®ew 7767Z Clllae/Pex: (281) 887-IN320 Cell: (713) 409-T W www.projectdesignpartners.com PROJECT NUMBER PROJECT TITLE Z WW G W (� W� � J> 0 C/) Uj O�(.0w Un-=� o �CDoQ 0 Z Lo —� e� N ry Q - PROFESSIWUL SEAL WILL 114M Y. MAIIIINING, JFL y-iSr�2a/z ENGINEER OF RECORD: WILLIAM T. MANNING, JR., P.E. TEXAS REGISTRATION NO. 80640 MANNING ENGINEERING CORP., F-2630 108 SOUTH 2ND STREET LA PORTE,TEXAS 77571 REVISIONS N0. DATE DESCRIPTION A SCOPE OF THE DOCUMENT THISDRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL. ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FILL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOClk1ENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EMCUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR Ca15TPUCnom Lam DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY OF fiyzdOesh/Pafmrs AND IS NOT TO BE USED, IN WHOLE OR N PART, WITHOUT THE WRITTEN AUMORIZATICN OF f�ivJmvb CJvv/qn f �ririmr^s .WARNING IFTHIS BARDOES NOT MMRE T'THEN DRAWING IS NOT TO StaALE DRAWN BY: DPL was CHECKED BY: DATE 02/17/2012 SHEET TITLE SITE PLAN W/ NOTES DRAWING NUMBER SHEET NO. C1.1 Id- $d00007 EXIST CB LOT - - - - - - - - - -I- -I �. \ \ _�\_ \ \\ \� \Lo 311 o L-E1-------- I J I\ ;\ \ \\I EXIST CB I Q \ \ I EXISTING FENCE-,-,,-,.,, CD I 1 \ \ SHARON MARTINE2 \ \ I \ \9804 SPARROW ST (.�\ I _ I LOT 3 1 � O E 7 7 2 4 ` \ LOT 30 HCAD # 0240390300027 EXISTING DEVELOPMENT \ ) I LIMIT OF WORK .\ LIMIT OF WORK I RELOCATION OF (LOT a EXISTING LP � -----.--------------- -- i rx LP �• LPEO LP/4`F�0 110 1 9 .� B 7 8 5 J 1 10' SIDE S. B. N ; I -o / o I N LP to i .�� 1 / , �1 • _ ��. LOTSQ - / 28 N (- - - - - - - - - - - �1 - - -� - - -. O w a ( ;� REMOVE C'4 w M I EXISTING j \ I �. L-I \ U) M I RELOCATE FENCE ( -Aid=/ TG 16.8 I TG 16.8 Q > > FL (SOUTH)13.6 L o ( LOT s- EXISTING LP Q ( FL (SOUTH)13.6 ❑ El --- ------ J� --A ---- ----- =13- EXIST CB = Z I C EXIST CB !1 o I �;; wo �3 uj co / I LIMIT OF WORK Q o I IL0T7- - - - - - - - - - - - - - - - - - - - - -\ - - - / - - - - -LOT26 KEY CARD CON HE / AUTOMATI GATE Ltj (LOT a - - - - - - - - - - - - - - - - I -EJ I T--EJ-I-�E -17-6/I-�E 17 6-EJ T6-1� 6 EJ LOT zsI EQQGE OF PROPqSED EDGE OF EXISTING CONCRETE TO 4hATCH / CONCRETE EXISTING CONCRETE I ra ILOT a_ L � a / I.. -- - - - - - - - - - - LOT2! - F� RESTRICTOR DETAIL NTS • CP d d III-1 I I-1 I I-1 I --I - �_ - 11=111-III=III=111 .- PAVEMENT DETENTION ANALYSIS: I I I -I I -III -I I -I I i AREA = 46,100 SQ FT, ( 1.058 AC) MORTAR I 1=) I ( =1 I I ; (I I I I 1=1 11- LANDSCAPING AREA = 41,133 SQ FT „ EMBEDMENT -� 11=GI' I (1=1 1 1 8 R C P TOTAL AREA WITHOUT LANDSCAPING AREA = 4,967 SQ Ff I.._ .�� Cs = .45 AC-Ff/AC ...'i;; ..1. t, rr 1p DETENTION REQUIRED: � i• 41,133 Q l S FTX.45AC-FTAC=18510100Ff LIMIT OF WORK TOTAL DETENTION:- REQUIRED DETENTION < PROPOSED DETENTION -I 18,510 CU FT < 19,563 CU FT 6" PVC 'H' RESTRICTOR (8' LONG) O .ICON CATCH BASIN INCORPORATES A 6" RESTRICTOR. ., -FTH-- EXISTING NATURAL LANDSCAPING & VEGETATION TO REMAIN . DETENTION SCALE: NONE Fo 3 FRESTRICTOR DETAIL SCALE: NONE 03 0 0 I N Z X LLJ ^O. 1 I j I X I I / TG 16.8 TG 16.8 LIMIT OF WORK O , , FL (SOUTH) ( FL (SOUTH)13.6 , , 0 6 I C I FL (NORTN)13.6 w L FL (NORTH)13.6 D ILOT10 - I 1� - -- - 0 3 - ------------REMOVE ( / I \ / LPEO o 1 EXISTING I ( J FENCE ILOTn- - - - - - -- - - - � �EJ�r� EJ-I-TG7_ N 6 to TG 16.0 \ I �1 rO I / \ a EXISTING I �Gf CATCH BASIN- ft-O __TG 16.0 1 E - --TG 16.3 ppp��� 7 ( aZZ i LIMIT OF WORK I I I TG 16.8 m 6� (LOT 12 - - - - - - - - - - - - - - - - - I \ I - - -w - FL (SOUTH)13.6 \ / _ LOT -I I FL (NORTH)' 13:6' - - _ - - - EX ATE STIC G LP ( E I FL (SOUTH)13.6 L� W/ 6- RESTRICTOR ' F' � 0 i / I y \ FL (NORTH) 13.6 � • / \ m N�6 1 '\6 �G �G �G (LOT 13 - - - - - - - - - - - - - -I gC - �o - - - -� - I - - l- - - - - - LOT I 1 EJ--L EJ+T�17 6 --EJ--17 6EJ- 1 ro DGE OF PR OSED I 10 TG 16.0 CONCRETE(T MATCH / `J \ I RESTRICTOR \ 1 EXISTING CO RETE TILOT 14 - - - - - - - - - - - - - - - - - - - 1 �- - - -� - - - -/ - LOT I TG i6I - --fGT6.8- _ EXISTING TG 16.0 I \ ' / FL (NORTH)13.6 roo FL (NORTH)13.6 CATCH BASIN' -- p - 'RESTRICTOR I 0-�I TG 16.3 W/ 6' �O W/ 6• _ CD 1 �o RELOCATION DO- �' G' IRESTRICTOR RESTRICTOR , H' EXISTING LP �� b 1 18'0 HDPE PIPE, 80.0' 1 I I LIMIT OF WORK / I o LOT 15 - - - - - - - - - - - - - - - - - - -� - - - - 0 181 -I- - - - I EXISTING NATURAL LANDSCAPING - ( L \ o_ EXISTING FENCE & VEGETATION TO REMAIN to 10' SIDE S.B. I g G1\0 `G�� (ELECTRICAL PANEL EO I TC 17. I TIC 17.6 \ / TC 17 6 v LP/EO X X X X X F Of LOT 17 V FL -V ��6 FoFLU 3 0 EXISTING I - EFL 130 I ���.boPRF0 3ED0 PROPOSPED 0� X(STINGRIP RAP f RIP R CH F� AP EXIST OPEN DITCH 1 F� EXIST OPEN DITCH It OPEN DITCH uj W �1 _ O A% T � 0� V/� J -EXISTING NATURAL LANDSCAPING & VEGETATION TO REMAIN No* o ------LIMIT OF WORK 00 y O PROPOSED FENCE PIPE SECTIONS SCHEDULE NAME LENGTH DIAMETER MATERIAL DETENTION A 95 18" HDPE 168 CF B 95 T 18 HDPE 168 CF C 58' 18" HDPE 103 CF D 58' 18" HDPE 103 CF E 58' 18" HDPE 103 CF F 58' 18" HDPE 103 CF G 80' 18" HDPE 0 CF H 39' 12" HDPE 0 CF TOTAL PIPE DETENTION 748 CF CATCH BASIN AREAS NAME AREA DEPTH DETENTION A 61991 SF .4' 21797 CF B 71110 SF ,4' 21844 CF C 51905 SF .4 21362 CF D 51905 SF 4' 2-362 CF E 5J905 SF .4' 21362 CF F 51905 SF 4, 21362 CF G 41656 SF .4' 12863 CF H 41656 SF .4' 12863 CF TOTAL SURFACE DETENTION 18L815 LIMITS OF WORK �lb� ExISTINCAFC"NCE WEST 'B' �VO R.O.W. EXISTING FIRE HYDRANT LOCATED 85' ESE FROM SW CORNER OF PROPOSED PROJECT NOTE - CONTRACTOR TO FIELD VERIFY ALL CONDITIONS OF IN THE R.O.W. OF WEST 'B' STREET WORK PRIOR TO COMMITMENT OF WORK. FH EXISTING ELEVATION +++ ALL DISCREPANCIES TO BE ADDRESSED IN WRITING TO � -I-x.xx PROPOSED ELEVATION) OWNER & ENGINEER. r - - - - - - - - - - - - - - - - - - - - -,r T - - - - - - - - - - - - - - - - - - - - - DRAINAGE PLAN SCALE:111=20- 02 DETENTION TABLES SCALE: NONE 01 - planning - design - execution - L® Por[e. Texa® 77672 omwP.St: (se,)aeT•easD cen: M7MST aoe-nao www.projectdesignpartners.com PROJECT NLM8ER PROJECT TITLE V J Z W 1- W C LLJ W �QQ >U)X J ""%oo I- O ry w U ry 5 O = Q'0 VV J zU _ N �NN _ L.L. MiOI'MIONAL SEAL OF WILLIAML ,JR. ENGINEER OF RECORD: WILLIAM T. MANNING, JR.. P.E. TEXAS REGISTRATION NO. 80640 MANNING ENGINEERING CORP., F-2630 108 SOUTH 2ND STREET LA PORTE, TEXAS 77571 REVISIONS NO. DATE DESCRIPTION 4 SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERNS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORN REWIRED FOR FILL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REBURIED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AMID NOTED AS ISSUED FOR CONSTRUCTION WORK. THIS DOCUMENT LS THE PROPER y OF 1%W4JVMW Pff4i AND IS NOT TO BE USED, IN WHOLE OR W PART, WITHOUT THE WRITTEN AURWRIIATION OF i�i-vJvct C'c�i9ri f��r-tncr-v WARN ■ N G IFTHIS BAR DOES NOTNEASURE 1' THENDRAWING IS NOT TO SGALS DRAWN BY: DPL CHECKED BY: DATE - 02/17/2012 SHEET TILE DRAINAGE PLAN W/ NOTES DRAWING NUMBER MEET NO. C1.2